CN209538386U - A kind of H profile steel beam column assembled connecting node with cantilever otic placode splice sections - Google Patents
A kind of H profile steel beam column assembled connecting node with cantilever otic placode splice sections Download PDFInfo
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- CN209538386U CN209538386U CN201822144975.8U CN201822144975U CN209538386U CN 209538386 U CN209538386 U CN 209538386U CN 201822144975 U CN201822144975 U CN 201822144975U CN 209538386 U CN209538386 U CN 209538386U
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- profile steel
- otic placode
- steel beam
- column
- cantilever
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Abstract
The H profile steel beam column assembled connecting node with cantilever otic placode splice sections that the utility model discloses a kind of, including H profile steel column, H profile steel beam and otic placode connector, H profile steel column is connected with H profile steel beam using otic placode connector, the top flange plate of otic placode connector and the top flange of H profile steel beam are bolted by high-strength friction-type, the web of otic placode connector is attached by high-strength friction-type bolt with end plate simultaneously, then the lower flange of the bottom wing listrium of otic placode connector and H profile steel beam is bolted completion connection by high-strength friction-type.A kind of H profile steel beam column assembled connecting node plastic hinge with cantilever otic placode splice sections of the utility model has good bearing capacity, has preferable anti-seismic performance, and architecture quality is light, energy conservation and environmental protection, industrialization degree are high.
Description
Technical field
The utility model belongs to the bean column node technical field of assembling type steel structure system, and in particular to a kind of band cantilever ear
The H profile steel beam column assembled connecting node of plate splice sections.
Background technique
With the continuous development of building trade, the more high-rise dwelling house systems of assembling type steel structure are progressively towards diversification, mark
Standardization, mechanization and the direction of batch production are developed, and are designed construction always with simple, efficient purpose.In assembled steel knot
In structure design, beam-column connection is the key content of design, intensity, rigidity and overall structure of the form of architecture joints to node
Stress and deformation can all have a direct impact, while beam-column connection is the emphasis link of steel construction site operation.
In recent years, in steel construction Multistory-tall building, a series of new beam column of steel structure bolt connection node is developed,
These nodes can avoid weldquality and welding residual stress etc. to the adverse effect of joints performance, but for such as
There is the disadvantages of in-site installation and constructional difficulties in the structure of modern high residential building system, these nodes, therefore design one kind both
Be able to satisfy the requirement of anti-seismic performance of structure etc., and be able to satisfy assembled requirement, can quick assembling component, reduce construction
The New Types of Beam column Connections of difficulty has a very big significance.Based on this, propose a kind of there is preferable bearing capacity, simple structure, easily
In factory process, site operation without welding, complete bolted novel fabricated steel-structure beam-column node is realized, be a kind of suitable
The bean column node form of suitable more high residential building systems, can carry out a kind of environmental protection and energy saving node shape of residential building fast and efficient construction
Formula.
Utility model content
The purpose of the utility model is to provide a kind of, and the H profile steel beam column assembled with cantilever otic placode splice sections connects section
Point solves the problems, such as that structural form present in existing steel structure girder column connected node is complicated, assembly is many and diverse.
The utility model is the technical scheme adopted is that a kind of H profile steel beam column assembled with cantilever otic placode splice sections connects
Node, including H profile steel column, H profile steel beam and otic placode connector are connect, H profile steel column is connected with H profile steel beam using otic placode connector,
The Contraband type structure that otic placode connector is made of top flange plate, bottom wing listrium and web, top flange plate and bottom wing
The both ends of web are arranged in listrium Parallel Symmetric, ribbed stiffener b are additionally provided with inside otic placode connector, ribbed stiffener b is perpendicular to web
Setting, top flange plate and bottom wing listrium are welded on H profile steel column outer side wing edge,
The upper and lower edge of a wing of H profile steel beam connects by the way that the two rows of bolts and top flange plate that are distributed in the two sides of ribbed stiffener b are fixed
It connects；
Web one end in H profile steel beam close to otic placode connector is welded with the end plate perpendicular to the upper and lower edge of a wing, and end plate is by dividing
Two rows of bolts of the cloth in the two sides of ribbed stiffener b are fixedly connected with the web.
The utility model is also characterized by
Also set up inside H profile steel column there are four ribbed stiffener, ribbed stiffener is welded on the edge of a wing of H profile steel column, respectively with H profile steel beam
The upper and lower edge of a wing alignment.
It is fixedly connected between ribbed stiffener b and top flange plate, bottom wing listrium and web using welding manner.
The utility model has the beneficial effects that
1, the present invention can adapt to the more high residential building systems of assembling type steel structure, meet the needs of assembling, can be effective
Solution China building industrialization level it is low, house building labor productivity is low and conventional house product quality is low etc. many asks
Topic adapts to the development of the more high residential building systems in China.
2, the present invention can be realized node plastic hinge, have good bearing capacity, have preferable anti-seismic performance, and
And architecture quality is light, energy conservation and environmental protection, industrialization degree are high.
3, joint structure of the present invention is simple, and form is reasonable, is able to achieve prefabrication, construction is simple, and live welding is made
Industry can be realized quick assembling so as to shorten the duration.
Detailed description of the invention
Fig. 1 is a kind of H profile steel beam column assembled connecting joint structure signal with cantilever otic placode splice sections of the utility model
Figure；
Fig. 2 is a kind of H profile steel beam column assembled connecting node assembly signal with cantilever otic placode splice sections of the utility model
Figure.
Fig. 3 is a kind of H profile steel beam column assembled connecting node beam with cantilever otic placode splice sections of the utility model, column signal
Figure.
In figure, 1.H steel column, 2.H section steel beam, 3. otic placode connectors, 4. ribbed stiffener a, 5. end plates, 6. ribbed stiffener b, on 7.
Flange plate, 8. bottom wing listriums, 9. webs.
Specific embodiment
The utility model is described in detail with reference to the accompanying drawings and detailed description.
A kind of H profile steel beam column assembled connecting joint structure such as Fig. 1 institute with cantilever otic placode splice sections of the utility model
Showing, including H profile steel column 1, H profile steel beam 2 and otic placode connector 3, H profile steel column 1 and H profile steel beam 2 are connected using otic placode connector 3,
The Contraband type structure that otic placode connector 3 is made of top flange plate 7, bottom wing listrium 8 and web 9,7 He of top flange plate
The both ends of web 9 are arranged in 8 Parallel Symmetric of bottom wing listrium, and ribbed stiffener b6 is additionally provided with inside otic placode connector 3, and ribbed stiffener b6 hangs down
Directly it is arranged in web 9, top flange plate 7 and bottom wing listrium 8 are welded on 1 outer side wing edge of H profile steel column,
The upper and lower edge of a wing of H profile steel beam 2 by be distributed in ribbed stiffener b6 two sides two rows of bolts respectively with top flange plate 7
It is fixedly connected with bottom wing listrium 8；
The upper and lower edge of a wing perpendicular to H profile steel beam 2 is welded with close to one end of the web 9 of otic placode connector 3 in H profile steel beam 2
End plate 5, the end plate 5 are fixedly connected by being distributed in two rows of bolts of the two sides of ribbed stiffener b6 with the web 9.
Also set up inside H profile steel column 1 there are four ribbed stiffener a4, ribbed stiffener a4 is welded on the edge of a wing of H profile steel column 1, respectively with H
The upper and lower edge of a wing of section steel beam 2 is aligned.
A kind of assembly method of H profile steel beam column assembled connecting node with cantilever otic placode splice sections of the utility model is such as
Under:
It is fixedly connected between ribbed stiffener b6 and top flange plate 7, bottom wing listrium 8 and web 9 using welding manner.
End plate 5 is welded in inside H profile steel beam 2 by H profile steel beam 2 and end plate 5 in factory.
Otic placode connector 3 is to be welded to each other by top flange plate 7, bottom wing listrium 8, web 9 and ribbed stiffener b6 in processing factory
Composition, then forms an entirety for 3 integral solder of otic placode connector again on the edge of a wing of H profile steel column 1；
Top flange plate 7, bottom wing listrium 8 and the web 9 of otic placode connector 3 are provided with bolt hole；6 left and right sides of end plate is
It is provided with symmetrical bolt hole；The upper and lower edge of a wing of H profile steel beam 2 is provided with bolt hole, is then corresponding in turn to otic placode using bolt and connects
The top flange plate 7 of part 3, the bolt hole of bottom wing listrium 8 are fixedly connected.
As shown in Fig. 2, the joint connection in site of node is first by the upper limb of the top flange plate 7 of otic placode connector 3 and H profile steel beam 2
Edge is bolted, while being attached the web 9 of otic placode connector 3 with end plate 5 by bolt, then by otic placode connector
3 bottom wing listrium 8 and the lower flange of H profile steel beam 2 complete to connect by high-strength friction-type bolt.
Claims (3)
1. a kind of H profile steel beam column assembled connecting node with cantilever otic placode splice sections, which is characterized in that including H profile steel column
(1), H profile steel beam (2) and otic placode connector (3), the H profile steel column (1) and H profile steel beam (2) use the otic placode connector (3)
Connection,
The Contraband type structure that the otic placode connector (3) is made of top flange plate (7), bottom wing listrium (8) and web (9), institute
It states top flange plate (7) and the setting of bottom wing listrium (8) Parallel Symmetric is gone back inside the both ends of web (9), the otic placode connector (3)
It is provided with ribbed stiffener b (6), the ribbed stiffener b (6) is arranged perpendicular to web (9), the top flange plate (7) and bottom wing listrium (8)
It is welded on H profile steel column (1) outer side wing edge,
The upper and lower edge of a wing of the H profile steel beam (2) by be distributed in ribbed stiffener b (6) two sides two rows of bolts respectively with it is described on
Flange plate (7) is fixedly connected with bottom wing listrium (8)；
Web (9) in the H profile steel beam (2) close to otic placode connector (3) is welded with the upper and lower edge of a wing perpendicular to H profile steel beam (2)
End plate (5), the end plate (5) connects by the way that the two rows of bolts and the web (9) that are distributed in the two sides of ribbed stiffener b (6) are fixed
It connects.
2. a kind of H profile steel beam column assembled connecting node with cantilever otic placode splice sections according to claim 1, feature
It is, for the H profile steel column (1) if internal be additionally provided with four ribbed stiffener a (4), the ribbed stiffener a (4) is welded on H profile steel column
(1) the edge of a wing.
3. a kind of H profile steel beam column assembled connecting node with cantilever otic placode splice sections according to claim 1, feature
It is, it is solid using welding manner between the ribbed stiffener b (6) and the top flange plate (7), bottom wing listrium (8) and web (9)
Fixed connection.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201822144975.8U CN209538386U (en) | 2018-12-19 | 2018-12-19 | A kind of H profile steel beam column assembled connecting node with cantilever otic placode splice sections |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201822144975.8U CN209538386U (en) | 2018-12-19 | 2018-12-19 | A kind of H profile steel beam column assembled connecting node with cantilever otic placode splice sections |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209538386U true CN209538386U (en) | 2019-10-25 |
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ID=68265293
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201822144975.8U Expired - Fee Related CN209538386U (en) | 2018-12-19 | 2018-12-19 | A kind of H profile steel beam column assembled connecting node with cantilever otic placode splice sections |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN209538386U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113062456A (en) * | 2021-04-02 | 2021-07-02 | 北京赛博思工程技术研究院 | Steel construction assembled nodal connection device |
| CN114809324A (en) * | 2022-06-08 | 2022-07-29 | 江苏科技大学 | Assembled steel wood integrated configuration |
-
2018
- 2018-12-19 CN CN201822144975.8U patent/CN209538386U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113062456A (en) * | 2021-04-02 | 2021-07-02 | 北京赛博思工程技术研究院 | Steel construction assembled nodal connection device |
| CN113062456B (en) * | 2021-04-02 | 2022-04-29 | 北京赛博思工程技术研究院 | Steel construction assembled nodal connection device |
| CN114809324A (en) * | 2022-06-08 | 2022-07-29 | 江苏科技大学 | Assembled steel wood integrated configuration |
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|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20191025 Termination date: 20201219 |
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| CF01 | Termination of patent right due to non-payment of annual fee |